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Wind-borne missile impact on reinforced concrete nuclear structures: a parametric study

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Figure

Figure 1: Axisymmetric model of 12-inch (305 mm) thick panel
Figure 4: Exit velocity of Schedule 40 pipe as a function of concrete tensile strength, v =3937 in/sec (100 m/sec), 12-inch (305 mm) thick panel
Figure 5: Exit velocity of Schedule 40 pipe as a function of panel thickness, v =3937 in/sec (100 m/sec), f ′c=4351 psi (30 MPa)
Figure 7: Schedule 40 pipe exit velocity as a function of pipe mass, f ′c=4351 psi (30 MPa), 12-inch (305 mm) thick panel
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